GB 50268-2008 PDF English
US$285.00 · In stock · Download in 9 secondsGB 50268-2008: Code for construction and acceptance of water and sewerage pipeline works Delivery: 9 seconds. True-PDF full-copy in English & invoice will be downloaded + auto-delivered via email. See step-by-step procedureStatus: Valid GB 50268: Evolution and historical versions
Standard ID | Contents [version] | USD | STEP2 | [PDF] delivery | Name of Chinese Standard | Status |
GB 50268-2008 | English | 285 |
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Code for construction and acceptance of water and sewerage pipeline works
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GB 50268-1997 | English | RFQ |
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Code for construction and acceptance of water supply and sewerage pipelines
| Obsolete |
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GB 50268-2008: Code for construction and acceptance of water and sewerage pipeline works---This is an excerpt. Full copy of true-PDF in English version (including equations, symbols, images, flow-chart, tables, and figures etc.), auto-downloaded/delivered in 9 seconds, can be purchased online: https://www.ChineseStandard.net/PDF.aspx/GB50268-2008
NATIONAL STANDARD
OF THE PEOPLE'S REPUBLIC OF CHINA
Code for Construction and ~cceptance of
Water and Sewerage Pipeline Works
Issued on: OOCTOR 15 , 2008
Implemented on: MAY L , 2009
Jointly Issued by Ministry of ilousing and Urban-Rural Development of the People's
Republic of China
General Administration of Quality Supervision, Inspection and
Quarantine of tile People's Republic of China
Table of Contents
1 General Provisions
2 Tcrrns
3 Basic Require111ents
3.2 Basic Req uirements for the Quality Acceptance
4 Earthwork and Foundation Treatment
4.1 General Requ iren1ents
4.2 Construction Dewatering and Drainage
4.3 Trench Excava tion and Support
4.6 Acceptance Qquality
5.1 General Requirements
5.2 Pipeline Foundation
5.3 Steel P ipe In.tallation
5.4 Inside and Outside the Steel Pipe
5.5 Ductile Cast Iron Pipe Installa tion
5.6 Installa ti on fo r Reinforced Concrete Pipe and Prestrcsscd
(Self-stressing) Concrete Pipe
5. 7 Insta ll a tion for the Prestressed Concrete Cylinder Pipe
5. 8 In ~1r. ll8 tio 11 of fiber Glass Rei nfo rced Plastics Pipe
5. 9 Installation fo r UPVC Pipe . PE Piµe and Their Compound Pipe
5.10 Acceptance Quali ty Level
6 The Major Structure for Trenchless Installed Pipe line
6.1 General R< .>quirements
6.3 Pipe-jac king
6.4 Shield
6.5 Shallow Unden.ulting l\1ethod
6.6 Direct iona l Dr iii and Pipe Ramn1ing
6. 7 Quality Acceptance Level
7 Major Structures of Immersed P ipeline and Bridging Pipeline Construction
7.1 General Requirement
7.2 Immersed P ipeline
7.3 Bridging P ipeline
Acceptance Q uality Level
Subsidiary Str uctu res of Pipeline
General Requirements
Funct ion Test of Pipeline
Water Pressure Test for Pressure Pipeline
Water Obturation Test for Non-pressure Pipeline ... (183)
9.4 Pneumatic Pressurt. Test for Non-pressure Pipeline ... (185)
9.5 Flushing and Sterilizing of Feed-water Pipelines ... (187)
Appendix A Subdivisional Works Divisional Works and Unit Works
Di Yision for Waler and ewcrage Pipeline Works ... (189)
Appendix B Quality Inspection Acceptance Record of Subdivisional,
Divisional and Unit Works
Appendix C Injecting Water Method Test
Appendix D Water Obturation Method T est
Appendix E Pneumat ic Pressure TE'$ t l\1ethod
Appendi x F Measuremen t ;ind E valuation Method of Concrete
Structure Non-pressure P ipeline \Vater Percola ting
Appendi x G Evnluntion Method on Appearance Quality Defect of the
Reinforced Concrete Structure
Appendix H Polyurethane ( PU) Coating
Explanation of 'vVording in This Code
I General Provisions
I.0. I This Code is formulated with a v;ew to strengthen the construction rnanage-
ment . specify cons tru cti on techno!ogy , unify constructio.1 quality inspection and accept-
ance standard as well os ensure work auality for water and sewl'rage (hereinafter re-
fe rred to as ",vater and sewerage") pipel ine v;orks.
I.0.2 This Code is appl icabl e to construction, extens ion and reconstruct ion for the
construction and accepta nce of outdoor wa ter and sewerage pipelin~ works in urban pub·
lie facility a nd industrial enterpr ise ; but not appiica bl e to construction < tnd acceptance of
water < ind sewerage µipeline with s pecia l requirements in indu s trial enterprise.
1.0.3 Variety , s peci fi culion a nd property o f r aw ma terial , scml- l'inished product and
fi nished product used for waler and sewerage pipeline works must comJJIY with requ ire-
1nents of r elevant n a t ional s tandards and des ign r eq uirements; products contacting the
drinking water n1ust comply with relevant sanitary req uirc•ments. Elin1inated and unallow-
able products p ublic procla inled by the nation must not be u er!.
1.0 ...t For the construction and acceptance of water and sewerage pipeline works, not
only lhe requ1reme11ts stiµulated in this Code, but also those in the < ..urrent relevant ones
of the nation shall be complit-d wi1h.
2 Terms
2.0.1 P ressure pipeline
This Code refers to v1ater and sewerage pipeline with working pressure of greater
than or equal to 0.1 ;\-1Pa.
2.0.2 Non-pressure pipeline
T his Code refers to water and sewerage pipeline wi th work ing pressure of less than
0. lMPa.
2.0.3 Rigid pipeline
It mainly reli es on pi peline with ducted body materia l st rength support ing the exter-
nal force , the pipeline deforrnation is small under external load effect, < 1nd the pipeline
invalidation is due co control of pipe wall strength. This Code refers to reinforced con-
crete . pres tressed (self-stressing) concre te pipeline and prestressed concrete cylinder
pipeline.
2.0.4 Flexibie µipeline
Pipeline with obvious deforma tion under external load effect, the ver tical load is
mainly balancing by elastic resistance generated by soil rr111ss on both sides of the pipe-
line . ;incl the pipt=dine invaliclation is generally caused by defonnation instead of by pipe
w;lll dest.-uction. This Codt> m< tinly refers to ductile cast iron pipeline of stet'! pipe .
chemical building material pipe and flexible joint,
2. U.5 Rigid joint of pipel ines
Pipe line join t tha t canno t bear a g iven amo un t of nxi~l linea r de fl ec tion and relat ive
angle < lefl ec tion , such as pipe line jo int by cen1enr materia ls scali ng or by flange con nec-
tion.
2.0.6 F lex ible joint of pipelines
11 is 1he pipeline joint rhP.t can bear a given amount of axial !i11t!ar deflection and rel-
acive angle deflection . such as pipeline joint right coupling by material like rubber ring.
2.0. 7 Clit!r11ical 111aterial pipelines
This Code refers to a general designation for fiberglass pipe or fiber glass reinforce-
ment thern1osctting plastic pipe (''fiber glass reinforced plastics pipe" for short), un-
plasricized polyvinyi chloride pipe ( UPVC) , polyethylene pipe (PE) , polypropylene
pipe (PP) and t heir steel lastic compound pipe
2.0.8 Canal . ditch . channel
It refers to conveyance water passage fo r hetero.ype ( no.-i-round) sections like rec
3.1.18 The works shall be put into operat ion after eligibil ity of the final complete ac-
ceptance.
3 .2 Basic Requiren1en ts for !he Qual ity Acceptnncc
3.2.1 Accept< ince for water and sewerage pipeline in.>tallation quality shall be made ac-
cord!ng to acceptance lots . subd!visional works . divisional (sub-division) wor!< s and
unit (subunit) wo rks on the basis of construct ion organization self checking , and the
\vho le process sha ll be in accordance w ith the foilowing requirements.
1 l ns ta llnt ion ciual ity s hall comply \vith accepta nce requ iremen ts of lhis Code and
releva nt pro fessions ;
2 Installation quality shall comply with the requirements of engineering survey
and design docun1ents ;
3 Staffs pa r t. icipating in the in5tallat ion qu ality (-ICCeptunce shall be provided with
corres pondi ng qualification cert if ica te ;
4 I...
...... Source: Above contents are excerpted from the full-copy PDF -- translated/reviewed by: www.ChineseStandard.net / Wayne Zheng et al.
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